近期论文
查看导师新发文章
(温馨提示:请注意重名现象,建议点开原文通过作者单位确认)
[1] WANG Ronghui, ZHANG Zhuojie, DONG Chunguang, et al. Fast algorithm and its application in construction monitoring of parallel strand cables [J]. Journal of Bridge Engineering, 2014, 18(5): 699-709. EI, SCI收录
[2] WANG Ronghui, GAN Quan, HUANG Yonghui. Estimation of tension in cables with intermediate elastic supports using finite-element method [J]. Journal of bridge engineering, 2011, 16(5): 675-678. EI, SCI收录
[3] WANG Ronghui, HUANG Yonghui, LI Qiusheng. Model test and numerical analysis of a special joint for a truss bridge [J]. Journal of Constructional Steel Research, 2009, 65(6): 1261-1268. EI, SCI收录
[4] WANG Ronghui, LUO Qizhi,WU Jiurong. Spatial elastic displacement model for curved box girders with corner stiffeners [J]. Computers & Structures, 2005, 83(12-13): 1021-1029. EI, SCI收录
[5] WANG Ronghui, LI Qiusheng, LUO Qizhi. A spatial displacement model for skewed multi-rib T-beams [J]. Structure & Buildings, 2003, 156(3): 227-233. EI, SCI收录
[6] WANG Ronghui, LI Qiusheng, LUO Qizhi. Nonlinear analysis of plate-truss composite steel girders [J]. Engineering Structures, 2003, 25(11): 1377-1385. EI, SCI收录
[7] MA Niujing, WANG Ronghui, HAN Qiang. Primary parametric resonance-primary resonance response of stiffened plates with moving boundary conditions [J]. Nonlinear Dynamics, 2015, 79(3):2207-2223. EI, SCI收录
[8] HUANG Yonghui, FU Jiyang, WANG Ronghui, et al. Unified practical formulas for vibration-based method of cable tension estimation [J]. Advances in Structural Engineering, 2015, 18(3): 405-422. EI, SCI收录
[9] MA Niujing, WANG Ronghui*, HAN Qiang, LU Yigang. Geometrically nonlinear dynamic response of stiffened plates with moving boundary conditions [J]. 中国科学G辑(英文版), 2014, 57(8):1536-1546. EI, SCI收录
[10] HUANG Yonghui, FU Jiyang, WANG Ronghui,et al. Practical formula to calculate tension of vertical cable with hinged-fixed conditions based on vibration method [J]. Journal of Vibroengineering, 2014, 16(2): 997-1009. EI, SCI收录
[11] HUANG Yonghui, WANG Ronghui*, ZHANG Shibo. Experimental study on the welding residual stresses of integral joint using full-scale joint model of a steel truss bridge [J]. Advances in Structural Engineering, 2013, 16(10): 1719-1727. EI, SCI收录
[12] MA Niujing, WANG Ronghui*, LI Pingjie. Nonlinear dynamic response of a stiffened plate with four edges clamped under primary resonance excitation [J]. Nonlinear Dynamics, 2012, 70(1): 628-649. EI, SCI收录
[13] MA Niujing, WANG Ronghui*, XIN Hao. A new approach for the free vibration of steel bridge deck with stiffeners [J]. Advances in Structural Engineering, 2012, 15(7): 1167-1179. EI, SCI收录
[14] CAI Lurong, ZENG Qingdun, WANG Ronghui. Tensile fracture mechanism of claviform hybrid composite rebar [J]. Journal of Wuhan University of Technology-Materials Science Edition, 2012, 27(3): 501-506. EI, SCI收录
[15] HUANG Yonghui, WANG Ronghui*, ZOU Jinhua. Finite element analysis and experimental study on HSFG connections in steel bridge [J]. Journal of Constructional Steel Research, 2010, 66(6) : 803-815. EI, SCI收录
[16]王荣辉,蔡禄荣,黄永辉,等. 双层公路特大桥的模态参数识别及成桥模型分析[J].华南理工大学学报(自然科学版),2011, 39(6):113-119. EI收录
[17]王荣辉,甘泉,龚玲玲,等.一种考虑弹性多支承拉索索力求解的有限单元法[J].振动工程学报, 2010, 23(5): 567-571. EI收录
[18]王荣辉,甄晓霞,单成林.佛山澜石大桥病害分析与整治对策[J].自然灾害学报, 2004, 13(6):112-116.
[19]王荣辉,周建春.斜交多肋T梁桥空间计算的有限元法[J].工程力学, 2003, 20(1):163-167.
[20]王荣辉,周建春.考虑隅角点承托刚性影响薄壁曲线箱梁的空间计算分析[J].土木工程学报, 2002, 35(6): 66-72.
[21]王荣辉,周建春,刘光栋.斜交板梁桥的有限单元算法[J].力学与实践, 2001, 23(5): 28-31.
[22]王荣辉,张俊平,邱波.薄壁斜交箱梁的斜形板梁有限单元法[J].中国公路学报, 2000, 13(3): 41-44. EI收录
[23]王荣辉,刘光栋,程纬.一种考虑剪切变形影响的矩形板弯曲单元[J].湖南大学学报(自然科学版), 2000, 27(2): 70-75. EI收录
[24]王荣辉,曾庆元,王海龙.板桁组合钢梁的非线性有限元分析[J].土木工程学报, 2000, 33(2): 56-62.
[25]王荣辉,程纬,王海龙,等.板桁组合结构计算模式与动力特性研究[J].铁道学报, 2000, 22(2):72-76. EI收录
[26]王荣辉,刘光栋,邱波.薄壁曲线箱梁空间计算的曲板板梁单元法[J].中国公路学报, 2000, 13(1): 73-76. EI收录
[27]王荣辉,王海龙,程纬,等.一种基于纵横向有限条带的矩形薄板弯曲单元[J].工程力学, 2000, 17(1): 114-119. EI收录
[28]王荣辉,徐林荣,曾庆元.板桁组合结构空间计算的板桁梁段有限元法[J].工程力学, 1999, 16(4): 65-72. EI收录
[29]王荣辉,曾庆元.薄壁箱梁空间计算的板梁单元法[J].铁道学报, 1999, 21(5): 94-98.
[30]王荣辉,曾庆元.壳体结构非线性分析的扁壳有限元法[J].固体力学学报, 1999, 20(3): 259-266.
[31]王荣辉,曾庆元.板桁结构考虑局部屈曲空间计算的横向条带板段单元法[J].计算力学学报, 1999, 16(3): 355-360.
[32]王荣辉,郭向荣,曾庆元.高速列车-钢桁梁桥系统横向振动随机分析[J].铁道学报, 1996, 18(1): 90-95. EI收录
[33]王荣辉,郭向荣,曾庆元.准高速列车-钢筋混凝土连续梁桥横向车振随机分析[J].桥梁建设, 1996, (1): 23-27.
[34]王荣辉,曾庆元,郭向荣,等.高速列车构架人工蛇行波V-σ曲线关系的确定[J].长沙铁道学院学报, 1996, 14(1): 13-19
[35]马牛静,王荣辉,韩强.具有初始几何缺陷加劲板的动态屈曲[J].振动与冲击, 2015, 34(1): 177-182. EI收录
[36]黄永辉,王荣辉,傅继阳,等.平板焊接接头纵向残余应力修正估算公式[J].工程力学,2014, 31(6): 218-225. EI收录
[37]张卓杰,王荣辉.求解平行钢绞线斜拉索初张力的数值算法[J].华南理工大学学报(自然科学版), 2014, 42(2): 88-95. EI收录
[38]马牛静,王荣辉,李平杰.预应力混凝土斜拉桥施工过程中的收缩徐变效应[J].铁道学报, 2013, 35(4): 90-95. EI收录
[39]蔡禄荣,王荣辉,王钰.大跨度柏式钢桁梁桥厂制预拱度设置研究[J].铁道学报, 2013, 35(4): 96-101. EI收录
[40]马牛静,王荣辉,韩强,等.正交异性钢桥面板局部振动分析[J].中国公路学报, 2012, 25(6): 88-93. EI收录
[41]马牛静,王荣辉,韩强,等.四边简支加劲板的几何非线性自由振动及内共振[J].振动与冲击, 2012, 31(24): 59-64. EI收录
[42]李平杰,王荣辉,马牛静.带中间弹性支承拉索的横向振动频率解析算法[J].华南理工大学学报(自然科学版), 2012, 40(2): 7-13. EI收录
[43]黄永辉,王荣辉,饶瑞.考虑整体节点刚域影响的钢桁梁桥空间受力计算分析[J].中国铁道科学, 2012, 33(5): 8-14. EI收录
[44]黄永辉,王荣辉,刘长海;等.高强螺栓拼接接头传力特性的有限元模拟与试验研究[J].铁道学报,2011, 33(11): 93-98. EI收录
[45]黄永辉,王荣辉,甘泉.钢桁梁桥整体节点焊接残余应力试验[J].中国公路学报, 2011, 24(1): 83-88. EI收录
[46]马牛静,王荣辉.正交异性钢桥面板局部振动计算的组合板梁单元法[J].华南理工大学学报(自然科学版), 2011, 39(9): 34-40. EI收录
[47]马牛静,王荣辉.四边固定加劲板的非线性自由振动[J].力学学报, 2011, 43(5): 922-930. EI收录
[48]甘泉,王荣辉,饶瑞.基于振动理论的索力求解的一个实用计算公式[J].力学学报,2010, 42(5): 983-988. EI收录
[49]饶瑞,王荣辉,甄晓霞.工程中的徐变外部不确定性分析及应用[J].土木建筑与环境工程, 2009, 31(1):89-93. EI收录
[50]谭明鹤,王荣辉,黄永辉,等.刚性悬索加劲钢桁梁桥特殊节点模型试验[J].中国公路学报, 2008, 21(11): 47-52. EI收录